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DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS <br /> 6-10.1. STORMWATER REQUIREMENTS FOR DEVELOPMENT IN THE COMBINED <br /> SEWER AREA <br /> • <br /> . _Developmentpmjects.draining..to.the:combined sewer system are not required to meet the same stormwater <br /> management standards as projects which drain to a separated stormwater system. Instead,projects must <br /> comply with the following requirements for design of stormwater systems associated with development. <br /> Public Infrastructure development/redevelopment(such as road and utility construction)within the Public <br /> Right of Way is exempt from these requirements.Projects need not meet the standards included in.Section <br /> 4 of this.DCSS or the adopted Stormwater Management Drianual,although the following section draws from <br /> • portions of both:Unless•otherwise•stated below-stormwater facilities constructed to meet the combined <br /> sewer area requirements should be constructed and maintained in accordance with the requirements of <br /> Section 4 and the Stormwater Management Manual. <br /> 6-10.1(1) FLOW CONTROL • <br /> Projects shall employ Flow Control BMPs in accordance with the following thresholds, standards,.and <br /> requirements to reduce the impacts of stormwater runoff from hard surfaces and land cover.conversions. <br /> Thresholds <br /> • • The following projects require construction Of From/Control BMPs.to achieve the Flow Control Performance <br /> Standard.If a project meets any of the following thresholds,Flow Control BMPs are required.The project <br /> proponent•must•demonstrate that the projeet•does•not meet-any-of the following thresholds for Flow Control . • <br /> BMPs to not be required. <br /> • Projects that have a total of 200 square feet or more of netnew impervious surface,or <br /> • Projects that convert 1/4 acres or more of native vegetation,pasture,scrub/shrub,or unmaintained <br /> non-native vegetation to lawn or landscape. <br /> Flow Control Performance Standard <br /> The combined sewer collection system is designed to a goal of conveying the 25-year recurrence storm . <br /> event without flooding. That analysis was based on the land cover:in place at the time that the <br /> conveyance -system-was constructed: Any increases in-runoff rates have the potential to cause or <br /> exacerbate flooding in the system.Therefore,projects which exceed the threshold for flow control shall <br /> comply with the following standard: <br /> • <br /> • Stormwater discharges shall match developed discharge durations to existing site durations for • <br /> the-range•of existing-discharge'rates=from•the-10-year peak flow through the full 100-year peak <br /> . ,flow. <br /> • Peak runoff rates from the developed site shall not exceed existing site runoff rates in the 25-year <br /> and 100-year return intervals. <br /> The existing condition to be matched shall be the site as it exists at the time of application. Calculations <br /> shall be performed using a continuous simulation modeling program approved by the Washington <br /> • <br /> • <br /> .SANITA►RY,SEWERS 6-1i • <br />